A built up I-section is formed from plates welded together as
shown in the figure. It is to be used as a column L =
4.1 m long. All elements are A36 steel and connected
such the section is fully effective.
Using the following properties, calculate the flexural
buckling stress, Fcr, in MPa using theoretical
k.
Flanges: b
= 220 mm, tf = 17 mm
Web: h =
340 mm, tw = 9 mm
Write your final answer in two decimal places
only.
A Built Up I Section Is Formed From Plates Welded Together As Shown In The Figure It Is To Be Used As A Column L 4 1 1 (51.71 KiB) Viewed 31 times
A built up 1-section is formed from plates welded together as shown in the figure. It is to be used as a column L = 4.1 m long. All elements are A36 steel and connected such the section is fully effective. Using the following properties, calculate the flexural buckling stress, Fer, in MPa using theoretical k. Flanges: b = 220 mm, tf = 17 mm Web: h = 340 mm, tw = 9 mm Write your final answer in two decimal places only. tf I tw
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